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From: on behalf of Panel Registry Subject: FW: TNG registration of ...

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4<br />

• Remain stable and capable <strong>of</strong> c<strong>on</strong>veying peak flows, during<br />

its indefinitely l<strong>on</strong>g life, and<br />

• Provide water <strong>of</strong> appropriate thermal character for trout.<br />

The documents prepared do not, in my opini<strong>on</strong>, provide<br />

adequate explanati<strong>on</strong> <strong>of</strong> the design that will allow the channel to<br />

collect ground water while preventing entrained water from leaving<br />

it. The project documents indicate that the channel may be lined in<br />

some secti<strong>on</strong>s to make it impervious. If this is the case, how might<br />

sub-surface water enter such a structure?<br />

The channel is proposed to be <strong>on</strong>e meter across the bottom<br />

with sloping sides 1:1.5, with a cross-secti<strong>on</strong>al area <strong>of</strong> about 2.6<br />

square meters. It is stated that it will withstand 1:100 year floods.<br />

However, adequate informati<strong>on</strong> <strong>on</strong> flood return times is not given in<br />

the Fisheries Compensati<strong>on</strong> Plan. The plan indicates that the average<br />

flow, during May, through the HC at the 4, 5, 6, and 7 km locati<strong>on</strong>s,<br />

will be 0.330, 0.413, 0.459, and 0.578 cubic meters per sec<strong>on</strong>d<br />

respectively. These data are not accompanied by informati<strong>on</strong> <strong>on</strong><br />

flow extremes. What are the potential flow levels and water<br />

velocities in, for example, 10, 50, 100, and year return period<br />

events? In my opini<strong>on</strong> there is risk and uncertainty in this part <strong>of</strong> the<br />

plan.<br />

The informati<strong>on</strong> <strong>on</strong> the thermal characteristics <strong>of</strong> water flowing<br />

north to south through the HC, and thus exposed to radiant energy<br />

at the peak <strong>of</strong> day, is inadequate. The length is 10.8 km., flow<br />

volumes are relatively low in the north end <strong>of</strong> the channel, and the<br />

banks are open al<strong>on</strong>g its length. Notwithstanding the fact that main<br />

flows occur in May, there is potential for water warming al<strong>on</strong>g the<br />

channel. Water temperature questi<strong>on</strong>s in regard to the HC are<br />

important, because warming effects in the channel will be additive<br />

to those in the HCRP.<br />

The Headwater Channel Retenti<strong>on</strong> P<strong>on</strong>d<br />

The 26.1 ha HCRP is intended to store water, which will<br />

be released into the spawning and rearing channel during the spring<br />

and summer incubati<strong>on</strong> and early rearing period. The maximum<br />

depth <strong>of</strong> the p<strong>on</strong>d is to be 5 m. The morphometric data for the

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